{"id":380831,"date":"2024-08-28T09:33:32","date_gmt":"2024-08-28T09:33:32","guid":{"rendered":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/380831\/"},"modified":"2024-08-28T10:17:23","modified_gmt":"2024-08-28T10:17:23","slug":"380831","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/380831\/","title":{"rendered":"Reply To: Force\/Moment Reactions at Contact (Weld Seam Evaluation: nominal stress concept)"},"content":{"rendered":"<p>&lt;p&gt;&nbsp;&lt;\/p&gt;&lt;p&gt;Thanks for the quick reply! Yes you are right, Wb,x,top is the secion modulus of the top flange. The generic equation for a rectangle shape is (width*height^2)\/6. However the height of the top flange is only 2mm (see fig. 1, (40-36)\/2. &ndash;&gt; The top flange AND the bottom flange have a height of 2mm respectively. So in my opinion 26,67mm^3 is the correct section modulus for top flange (and of course also for the bottom flange).&lt;\/p&gt;&lt;p&gt;So, still I don&#8217;t know why I get this unrealisticly high stresses, when summing up sig_y,mean and sig_y :-(&lt;\/p&gt;&lt;p&gt;Greetings from Berlin,&lt;br&gt;Georg&lt;\/p&gt;&lt;p&gt;&nbsp;&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-380831","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"Thanks for the quick reply! Yes you are right, Wb,x,top is the secion modulus of the top flange. The generic equation for a rectangle shape is (width*height^2)\/6. However the height of the top flange is only 2mm (see fig. 1, (40-36)\/2. \u2013&gt; The top flange AND the bottom flange have a height of 2mm respectively.\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/380831\/\" \/>\n\t<meta name=\"generator\" content=\"All in One SEO (AIOSEO) 4.9.10\" \/>\n\t\t<meta property=\"og:locale\" content=\"en_US\" \/>\n\t\t<meta property=\"og:site_name\" content=\"Ansys Learning Forum | Ansys Innovation Space\" \/>\n\t\t<meta property=\"og:type\" content=\"article\" \/>\n\t\t<meta property=\"og:title\" content=\"Reply To: Force\/Moment Reactions at Contact (Weld Seam Evaluation: nominal stress concept) | Ansys Learning Forum\" \/>\n\t\t<meta property=\"og:description\" content=\"Thanks for the quick reply! Yes you are right, Wb,x,top is the secion modulus of the top flange. The generic equation for a rectangle shape is (width*height^2)\/6. However the height of the top flange is only 2mm (see fig. 1, (40-36)\/2. \u2013&gt; The top flange AND the bottom flange have a height of 2mm respectively.\" \/>\n\t\t<meta property=\"og:url\" content=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/380831\/\" \/>\n\t\t<meta property=\"article:published_time\" content=\"2024-08-28T09:33:32+00:00\" \/>\n\t\t<meta property=\"article:modified_time\" content=\"2024-08-28T10:17:23+00:00\" \/>\n\t\t<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n\t\t<meta name=\"twitter:title\" content=\"Reply To: Force\/Moment Reactions at Contact (Weld Seam Evaluation: nominal stress concept) | Ansys Learning Forum\" \/>\n\t\t<meta name=\"twitter:description\" content=\"Thanks for the quick reply! Yes you are right, Wb,x,top is the secion modulus of the top flange. The generic equation for a rectangle shape is (width*height^2)\/6. However the height of the top flange is only 2mm (see fig. 1, (40-36)\/2. \u2013&gt; The top flange AND the bottom flange have a height of 2mm respectively.\" \/>\n\t\t<script type=\"application\/ld+json\" class=\"aioseo-schema\">\n\t\t\t{\"@context\":\"https:\\\/\\\/schema.org\",\"@graph\":[{\"@type\":\"BreadcrumbList\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/380831\\\/#breadcrumblist\",\"itemListElement\":[{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum#listItem\",\"position\":1,\"name\":\"Home\",\"item\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\",\"nextItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/380831\\\/#listItem\",\"name\":\"Reply To: Force\\\/Moment Reactions at Contact (Weld Seam Evaluation: nominal stress concept)\"}},{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/380831\\\/#listItem\",\"position\":2,\"name\":\"Reply To: Force\\\/Moment Reactions at Contact (Weld Seam Evaluation: nominal stress concept)\",\"previousItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum#listItem\",\"name\":\"Home\"}}]},{\"@type\":\"Organization\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/#organization\",\"name\":\"Ansys Learning Forum\",\"description\":\"Ansys Innovation Space\",\"url\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/\"},{\"@type\":\"WebPage\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/380831\\\/#webpage\",\"url\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/380831\\\/\",\"name\":\"Reply To: Force\\\/Moment Reactions at Contact (Weld Seam Evaluation: nominal stress concept) | Ansys Learning Forum\",\"description\":\"Thanks for the quick reply! Yes you are right, Wb,x,top is the secion modulus of the top flange. The generic equation for a rectangle shape is (width*height^2)\\\/6. 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Yes you are right, Wb,x,top is the secion modulus of the top flange. The generic equation for a rectangle shape is (width*height^2)\/6. 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Yes you are right, Wb,x,top is the secion modulus of the top flange. The generic equation for a rectangle shape is (width*height^2)\/6. 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Yes you are right, Wb,x,top is the secion modulus of the top flange. The generic equation for a rectangle shape is (width*height^2)\/6. However the height of the top flange is only 2mm (see fig. 1, (40-36)\/2. \u2013&gt; The top flange AND the bottom flange have a height of 2mm respectively.","og:url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/380831\/","article:published_time":"2024-08-28T09:33:32+00:00","article:modified_time":"2024-08-28T10:17:23+00:00","twitter:card":"summary_large_image","twitter:title":"Reply To: Force\/Moment Reactions at Contact (Weld Seam Evaluation: nominal stress concept) | Ansys Learning Forum","twitter:description":"Thanks for the quick reply! Yes you are right, Wb,x,top is the secion modulus of the top flange. The generic equation for a rectangle shape is (width*height^2)\/6. 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